| 正交异性板疲劳裂纹夹芯板加固方案的力学分析 |
| |
| 引用本文： | 刘莉媛,王元清,石永久,潘鹏,李运生.正交异性板疲劳裂纹夹芯板加固方案的力学分析[J].铁道科学与工程学报,2010,7(5). |
| |
| 作者姓名： | 刘莉媛 王元清 石永久 潘鹏 李运生 |
| |
| 作者单位： | 清华大学,土木工程系,土木工程安全与耐久教育部重点实验室,北京,100084;石家庄铁道学院,土木工程分院,河北,石家庄,050043 |
| |
| 摘 要： | 通过有限元软件中多种单元的尝试,得到了正交异性板桥面裂纹的夹芯板加固方法中夹心层的合理的有限元模拟方式,进而对正交异性板夹芯加固进行了有限元分析,得到了夹芯加固法的有效性,并对夹心层材料的弹性模量进行了参数化分析,得出了此参数对夹芯加固效果的影响,最终提出了合理的裂纹加固方案。
|
| 关 键 词： | 钢桥 疲劳裂纹 正交异性板 夹芯板加固 |
Mechanical analysis of the sandwich plates method for strengthening fatigue cracks in orthotropic steel bridge decks |
| |
| LIU Li-yuan
,
WANG Yuan-qing
,
SHI Yong-jiu
,
PAN Peng
,
LI Yun-sheng.Mechanical analysis of the sandwich plates method for strengthening fatigue cracks in orthotropic steel bridge decks[J].Journal of Railway Science and Engineering,2010,7(5). |
| |
| Authors: | LIU Li-yuan WANG Yuan-qing SHI Yong-jiu PAN Peng LI Yun-sheng |
| |
| Institution: | LIU Li-yuan1,WANG Yuan-qing1,SHI Yong-jiu1,PAN Peng1,LI Yun-sheng2(1.Key Laboratory of Civil Engineering Safety , Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China,2.School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China) |
| |
| Abstract: | This paper indicates a brief introduction of the sandwich plates method and its application.Using finite element software ANSYS and ABAQUS,several kinds of elements were compared to obtain a reasonable and economical finite element model,which is suitable for simulating the sandwich plates.Vehicle load was applied according to General Code for Design of Highway Bridges and Culverts.The sandwich plates method was proved effective through the analysis of non-strengthened and strengthened orthotropic steel bri... |
| |
| Keywords: | steel bridges fatigue cracks orthotropic steel bridge decks sandwich plates method |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
